Revision1-Attachment2-Drawings-W912C324R0003-GeneralRepairsBldg509_20240715.pdf

PDF 12 MB Posted Jul 16, 2024

Attached to: Amendment 0001 to General Repairs BLDG. 509 at Fort Buchanan, PR
Solicitation number: W912C324R0003
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood

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Written by GovTribe AI · Jul 16, 2024

The provided document is a set of drawings for Amendment 0001 to Solicitation W912C324R0003 for General Repairs to Building 509 at Fort Buchanan, Puerto Rico. The solicitation is a Firm Fixed Price contract set aside for 100% Small Business, with a magnitude between $1,000,000 and $5,000,000. The North American Industry Classification System (NAICS) code is 236200, Commercial and Institutional Building Construction, with a $45 million size standard. The proposal is due on July 31, 2024 at 10:00 AM local time. Offerors must submit a detailed breakdown for Contract Line Item Numbers (CLINs) 0001 and 0002 separately, and ensure any future amendments issued are signed and submitted with the proposal. Vendors must be registered and active in the System for Award Management (SAM) database to be eligible for award.

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Other files

File	Type	Posted
Amendment 001_W912C324R0003_Soliciation_SAM_Repairs to Bldg 509_20240716.pdf	PDF	Jul 16, 2024
Attachment2-Drawings-W912C324R0003-GeneralRepairsBldg509-20240628.pdf	PDF	Jul 1, 2024
Attachment1-ProposalBreakdown-W912C324R0003-GeneralRepairsB509_20240628.xlsx	XLSX spreadsheet	Jul 1, 2024
Attachment4-SafetyPlanTemp-W912C324R0003-GeneralRepairsB509-20240628.docx	DOCX document	Jul 1, 2024
W912C324R0003_Soliciation_SAM_Repairs to Bldg 509_20240701.pdf	PDF	Jul 1, 2024
Attachment3-SOW-W912C324R0003_GeneralRepairBldg509_20240628.pdf	PDF	Jul 1, 2024
Attachment5-EM38511-W912C324R0003-GeneralRepairsB509-20240628.pdf	PDF	Jul 1, 2024

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N x x x x x x x x x

L R

O A

ISABELLA ST.

SOUTH TERMINAL RD.

PUNTA BORINQUEN

(FORMER RAMEY U.S. AIR FORCE BASE)

C A R I B B E A N S E A

P U E R T O R I C O

SALINAS

TRAING AREA

A T L A N T I C O C E A N

FORT BUCHANAN

SAN JUAN

U. S. NAVAL STATION

ROOSEVELT ROADS

ENVIRONMENTAL DIV. (DPW)

O & M DIV. (DPW)

MASTER PLANNING DIV. (DPW)

ENERGY MANAGER (DPW)

PHYSICAL SECURITY (DES)

POLICE SERVICES (DES)

FIRE SERVICES (DES)

SAFETY OFFICER

FORCE PROTECTION (DPTMS)

NEC

LOGISTIC READINESS CENTER

DIGITAL SIGNATUREACTIVITY

R E

D A

T E

D B

PROJECT MANAGER

CIVIL & ARCH. DESIGN

MECHANICAL DESIGN

ELECTRICAL & FIRE

PROTECTION DESIGN

GOV. REP.

PROJECT TEAM

DPW ENGINEERING

DIVISION

SHEET ID

T-101

SITE LOCATION

DPW

VEGA

GATE

LAS CASAS

LAKE

LAS CASAS

LAKE

BORINQUINEERS

GATE

REPAIRS TO BUILDING 509 (SSMO) FOR ADDITIONAL

CERTIFICATION REQUIREMENTS - DPW-2023-007

FORT BUCHANAN, PUERTO RICO

MARIA A. LOPEZ

DIRECTOR OF

PUBLIC WORKS

LUIS E. TORRES

ENGINEERING DIV. CHIEF

APPROVED BY:

RECOMMENDED BY:

SHEET INDEX

SHEET # SHEET ID SHEET TITLE

1 T-101 TITLE SHEET, SITE MAP & SHEET INDEX

2 G-101 GENERAL NOTES, ABBREVIATIONS

3 C-101 EXISTING/DEMOLITION WORKS FLOOR PLAN & ELEVATIONS

4 SI-101 NEW LOADING DOCK AND FORKLIFT BATTERY CHARGING AREA FLOOR PLAN & ELEVATIONS

5 SI-102 NEW PLUMBING WORKS PLAN AND FORKLIFT BATTERY CHARGING AREA SECURITY GRILLS ELEVATIONS & DETAILS

6 S-101 NEW LOADING DOCK CONCRETE WORKS PLAN & SECTIONALS

7 S-102 LOADING DOCK AND FORKLIFT BATTERY CHARGING AREA METAL ROOF PLAN, ELEVATIONS & SECTIONALS

8 S-103 CORRIDOR CANOPY OVERHEAD PIPE SUPPORT ELEVATIONS, SECTIONALS & DETAILS

9 S-104 FREEZER AND COOLER FLOOR REPAIRS PLAN

10 FP-1 EXTERIOR CANOPY NEW FIRE PLAN

11 E-101 ELECTRICAL EXISTING/DEMOLITION WORKS FLOOR PLAN

12 E-102 ELECTRICAL NEW WORKS FLOOR PLAN

13 E-103 ELECTRICAL ADDITIONAL NOTES & PANEL SCHEDULES

14 M-101 MECHANICAL NEW WORKS FLOOR PLAN

15 M-102 MECHANICAL DETAILS & SECTIONALS

AutoCAD SHX Text H

AutoCAD SHX Text

PERIMETER RD.

AutoCAD SHX Text

BLDG 509

DPW ENGINEERING

DIVISION

R E

T O

O ) F

O R

A D

A L

C E

R T

A T

R E

Q U

M E

N T

G E

N E

R A

L N

O T

E S, A B

B R

E V

S, L

E G

E N

SHEET ID

G-101

GENERAL NOTES

1. CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, MATERIALS, INSURANCES, SUPERVISION, INCIDENTALS, AND EVERYTHING NECESSARY TO MAKE ADDITIONAL REPAIRS TO BUILDING 509 SSMO OPERATIONS AND WORKS INDICATED IN THE SPECIFICATIONS SECTIONS AND DRAWINGS TITLED " REPAIRS TO BUILDING 509 (SSMO) FOR ADDITIONAL CERTIFICATION REQUIREMENTS - DPW -2023-007" IN ACCORDANCE WITH STATEMENT OF

WORK(SOW) AND CONTRACT PACKAGE DOCUMENTS.

2. CONTRACTOR SHALL PERFORM ALL WORKS INDICATED IN DRAWINGS IN ACCORDANCE WITH STATEMENT OF WORK(SOW) IN DIVISION 23 HEATING, VENTILATION, AND AIR CONDITIONING. ALL NEW AIR CONDITIONING EQUIPMENT SHALL BE LABELED ENERGY STAR AND COMPLY WITH MINIMUM EER = 12 AND SEER = 17.

3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MOST CURRENT EDITION IN EFFECT AT THE TIME OF THE NOTICE TO PROCEED OF THE PROJECT OF ALL APPLICABLE CODES AND STANDARDS, INCLUDING BUT NOT LIMITED

TO:

I. THE INTERNATIONAL BUILDING CODE

II. NATIONAL ELECTRIC CODE

III. NATIONAL FIRE PROTECTION AGENCY REQUIREMENTS

IV. INSTALLATION DESIGN GUIDE

V. HVAC CODE

4. ALL WORK SHALL COMPLY WITH THE UNIFIED FACILITY CRITERIA (UFC) AND INDUSTRY STANDARDS AND UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS), EVEN THOUGH THE SPECIFICATIONS ARE NOT LISTED WITHIN THE

STATEMENT OF WORK (SOW). THE MORE RESTRICTIVE GUIDANCE PREVAILS.

5. CONTRACTOR SHALL PERFORM SELECTED DEMOLITION AND DISPOSITION INDICATED IN THE STATEMENT OF WORK (SOW), CONTRACT PACKAGE DOCUMENTS, AND USING DRAWINGS AND SPECIFICATIONS FOR REFERENCE AND

GOOD QUALITY OF WORKS.

6. CONTRACTOR SHALL PROVIDE LABOR EQUIPMENT, AND MATERIAL TO REPLACE EXISTING POWER SYSTEM INCLUDING THE ELECTRICAL WIRING AND CONDUITS REQUIRED, INCLUDING ANY/ALL INCIDENTAL RELATED WORK AS INDICATED ON DRAWINGS. CONTRACTOR SHALL PERFORM NEW ELECTRICAL WORK INDICATED IN THE SOW AND RELATED DRAWINGS IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND CURRENT CODES AND

STANDARDS.

7. CONTRACTOR SHALL PROVIDE FIRE PROTECTION SYSTEM EXTENSION ON THE NEW LOADING DOCK AND FORKLIFT BATTERY CHARGING STATION AREAS OF THE SSMO BUILDING (509.) CONTRACTOR SHALL INSTALL NEW FIRE SUPPRESSION SYSTEM TO EXTEND THE EXISTING SYSTEM FOLLOWING THE PROVIDED DRAWING TITLED "REPAIRS

TO BUILDING 509 (SSMO) FOR ADDITIONAL CERTIFICATION REQUIREMENTS."

LIST OF ABBREVIATIONS

A A.B.I. ACOUSTICAL BUTT INSULATION

A/C AIR CONDITIONING

AFF ABOVE FINISH FLOOR

AL, ALUM ALUMINUM

ALT ALTERNATE

AMP, A AMPERE

AP ACCESS PANEL

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

ARR ARRESTOR

AWG AMERICAN WIRE GAUGE

B B, BOT BOTTOM

BD BOARD

BLDG, B BUILDING

BW BOTH WAY

C C(#) CIRCUIT NUMBER

CC, CTC CENTER TO CENTER

CFM CUBIC FEET PER MINUTE

CKT CIRCUIT

℄ CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNITS

CND, C CONDUIT

COL COLUMN

CONC CONCRETE

COND CONDUCTOR

CONN CONNECTION

CONST CONSTRUCTION

D D DEPTH, DEEP, DEGREE

OF CURVATURE

DET, DTL DETAIL

D, DIAM DIAMETER

DIM DIMENSION

DWG DRAWING

D PNL DISTRIBUTION PANEL

DN DOWN

E EA EACH

EF EACH FACE

EL, ELEV ELEVATION

ELEC ELECTRIC, ELECTRICAL

EMB EMBEDDED

EMT ELECTRICAL METAL TUBING

ETC ETCETERA

EW EACH WAY

EXIST, EX, E EXISTING

F F FARENHEIT

FDB FARENHEIT DRY BULB

FD FLEXIBLE DUCT

FFE FINISHED FLOOR ELEVATION

FIN FINISH

FL FLOOR, FLASHING

FT FOOT, FEET

FWB FARENHEIT WET BULB

G GA, G GAUGE

GALV GALVANIZED

GB GYPSUM BOARD

GI GALVANIZED IRON

GPM GALLONS PER MINUTE

GR GRADE

GRD GROUND

GW GROUND WATER

H H, HGT, HT HEIGHT

HEX HEXAGONAL

HP HORSEPOWER

I ID INSIDE DIAMETER,

INSIDE DIMENSION

IN INCH

IN C.W. INCH COLD WATER

J JB JUNCTION BOX

K KV KILOVOLT

KVA KILOVOLT-AMPERE

KW KILOWATT

L L LENGTH, LENGTH OF CURVE

LBS POUNDS

LED LIGHT EMITTING DIODE

LT LIGHT

M MAX MAXIMUM

MBH MEGA BRITISH HOUR

MECH MECHANICAL

MD MANUAL DAMPER

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

N N, NW NORTH, NEW

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

O OD OUTSIDE DIAMTER

OPNG OPENING

OBD OUTSIDE BLADE DAMPER

P PL PLATE

PRELIM PRELIMINARY

PSI POUNDS PER SQUARE INCH

PVC POINT OF VERTICAL CURVE

PSF POUNDS PER SQUARE FOOT

R R RADIUS, RISER, RUBBER SHEATH

RR RETURN REGISTER

RG RETURN GRILLE

RE, REF REFERENCE, REFER TO

REINF REINFORCEMENT

REV REVISION

R RM ROOM

RLA RATED LOAD AMPERE

RTU ROOF TOP UNIT

S SCH, SCHED SCHEDULE

SD SPLITTER DAMPER

SECT SECTION

SHT SHEET

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STO STORAGE

STRUCT STRUCTURE, STRUCTURAL

SW SWITCH

T T TOP, TANGENT

3/P THREE POLE

TS TUBULAR STEEL

TON TONELATE

TYP TYPICAL

U UG UNDERGROUND

V V VENT, VOLT, VALVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

W W WIDTH, WASTE, WATER, WATT, WEST

W/ WITH

WP WATERPROOF, WEATHERPROOF

WT WEIGHT

X XFMR TRANSFORMER

SPECIAL SYMBOLS

∠ ANGLE

@ AT

& AND

XX° ANGLE, DEGREES

# NUMBER

Ø DIAMETER

3W THREEWAYS

D R

A W

N B

Y : C

. K U

C H

O M

B Y

: L U

. T O

R R

R O

B Y

: A N

L N

O N

N S

N O

C R

O N

R O

V A

5 5

8 7

1 1 1 1 1

"A"

"B" 4"9

COOLER AND FREEZER

7 8

3 3 3

1 1 1

6 9

DPW ENGINEERING

DIVISION

R E

T O

O ) F

O R

A D

A L

C E

R T

A T

R E

Q U

M E

N T

E X

/D E

M O

W O

R K

O O

A N

D E

L E

V A

N S

SHEET ID

C-101

D R A W N B Y : C

. K U G

C H

B Y

O M M

B Y : L

E . T

O R R

R O V

B Y : A

A L N

R O N

B Y

N S

N O

D A

C R

O N

R O V A L

DEMOLITION NOTES(THIS SHEET ONLY)

1 DEMOLISH AND DISPOSE CONCRETE FLOOR SLAB, BEAMS, COLUMNS, WALLS

AND FOOTINGS OF LOADING CORRIDOR AND LOADING DOCK AREAS AS SHOWN

ON DRAWING(SEE SPECIAL NOTE I).

2 REMOVE AND DISPOSE EXISTING DOCK BUMPERS

3 REMOVE AND DISPOSE OF EXISTING RAILINGS AND FLOOR CORNER GUARD

ANGLES. COORDINATE DISPOSAL IN ACCORDANCE WITH LEAD ABATEMENT

REGULATIONS(SEE SPECIAL NOTE II). VERIFY LOCATION IN FIELD.

4 DEMOLISH AND DISPOSE OF DEBRIS OF CONCRETE PAVEMENT PADS.

5 CUT DOWNSPOUT AND INSTALL ELBOW TO DIRECT RAINWATER OVER THE NEW

METAL ROOF.

6 REMOVE AND DISPOSE OF ASPHALT PAVEMENT AND SUB-BASE STARTING AT A

DEPTH OF 1'-0" AT "A" AND ENDING AT A DEPTH OF 2'-1" AT "B."

7 REMOVE AND DISPOSE OF HOLLOW METAL DOOR AND FRAME. RETURN

HARDWARE TO THE GOVERNMENT. INSTALL TEMPORARY SHORING ON THE

OPENING UNTEL. SEE SHORING DETAIL AT BOTTOM OF THIS SHEET.

8 DEMOLISH SECTION OF WALL TO CREATE THE OPENING FOR A NEW

ROLL-UP DOOR. INSTALL TEMPORARY SHORING TO SUPPORT THE OPENING

UNTEL(SEE SPECIAL NOTE III). SEE SHORING DETAIL AT BOTTOM OF THIS SHEET.

9 REMOVE 4" OF EXISTING ASPHALT PAVEMENT ON THIS AREA

10 REMOVE PORTION OF STEEL RAILING AND DISPOSE OF ACCORDING TO LEAD

ABATEMENT REGULATIONS.

11 PREPARE AND CLEAN EXISTING FLOOR IN ACCORDANCE WITH SECTION 1.3.8,

PART A AND B OF THE SCOPE OF WORK.

12 REMOVE AND STORE ENTRANCE STEEL RAMPS.

13 REMOVE EXISTING STEEL PLATE FLOOR AND HANDOVER TO GOVERNMENT. ALL

OTHER FLOOR COMPONENTS TO REMAIN IN PLACE.

SPECIAL NOTES(THIS SHEET ONLY)

I EXISTING LOADING DOCK SHALL BE DEMOLISHED AND DISPOSED OF, TAKING IN

CONSIDERATION TO AVOID DAMAGING EXISTING WALL AND STORM SEWER BOX

CULVERT. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE AND SHALL REPAIR

AT NO COST TO THE GOVERNMENT.

II EXISTING PAINT ON RAILINGS AND FLOOR CORNER GUARD ANGLES TESTED

POSITIVE FOR LEAD BASED PAINT (LBP) IN MARCH 2015(REFER TO SURVEY

REPORT BY ZIMMETRY ENVIRONMENTAL CORP., TEL: (787)376-9010.

III CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY SHORING BEFORE

DEMOLITION OF THE WALL. TEMPORARY SHORING SHALL BE REMOVED ONCE

THE NEW OPENING IS COMPLETE.(SEE DOOR OPENING ELEVATION AND SECTION

BELOW).

21'-0" 20'-O"

'-0

60'-0"

12'

10'

12'

7'-11"

15'-0" 3'-8"

4'-7 " 24'-

1'-6"

15'-0"

25'- 6"

16'-2" 21'-0" 19'-6"

9' -4

43'-7"

30'-0"

10'

2' -1 1"

4" X 6" STEEL PIPE

STEEL SHORES JACK

5'-0"

10'-0"

8' -0

EXISTING BUILDING LOADING DOCK FLOOR PLAN

SCALE: 3/32"=1'-0"

EXISTING BUILDING NORTH ELEVATION

SCALE: 3/32"=1'-0"

EXISTING BUILDING SOUTH ELEVATION

SCALE: 3/32"=1'-0"

DOOR OPENING - TEMPORARY

SHORING ELEVATION

SCALE: 1/4"=1'-0"

DOOR OPENING - TEMPORARY

SHORING SECTION

SCALE: 1/4"=1'-0"

DEMOLISH CONCRETE

DEMOLISH ASPHALT

DEMOLISH ASPHALT(4" DEPTH)

CLEAN AND PREP FLOOR

DEMOLISH WALL

DEMO LEGEND

AutoCAD SHX Text

5 5 5 5 5 5 5 5 5 5 3B

1 1 1 1 1

2 2 2 2 2

22222

1 7

8' -6

5' -0

4' -0

6'-6"

30'-0" 60'-0"

'-0

'-9

'-0

'-6

25'-0" 29'-0" 25'-0" 25'-0"

'-0

3' -0

DPW ENGINEERING

DIVISION

R E

T O

O ) F

O R

A D

A L

C E

R T

A T

R E

Q U

M E

N T

N E

W L

O A

G D

O C

K A

N D

F O

R K

T B

A T

T E

R Y

C H

A R

G A

R E

O O

R P

L A

N A

N D

E L

E V

A T

SHEET ID

SI-101

D R A W N B Y : C

. K U G

C H

B Y

O M M

B Y : L

E . T O R R

R O V

B Y : A

A L N

R O N

B Y

N S

N O

D A

C R

O N

R O V A L

NEW WORKS NOTES(THIS SHEET ONLY)

1 NEW LOADING DOCK AREA CONCRETE SLAB FLOOR OVER NEW BACK FILL MATERIAL AND NEW

RETAINING WALL. SEE STRUCTURAL DRAWING S-101 FOR DETAILS. CONCRETE TO BE SEALED AND

BROOM FINISHED.

2 NEW 36" HEIGHT CONCRETE PEDESTALS TO SUPPORT CORRIDOR ROOF STEEL COLUMNS. SEE CORNER

GUARD DETAILS BELOW. INSTALL CORNER GUARD EDGE PROTECTOR. PAINT WITH ONE COAT OF

TRAFFIC YELLOW PAINT. SEE CORNER GUARD DETAIL AT BOTTOM OF SI-101 FOR DETAILS.

3 NEW TWO WAVE GUARD RAILS SYSTEM WITH 60" GALVANIZED STEEL POSTS SIMILAR OR EQUAL TO MCMASTER-CAR, MODEL 9181T25. GAURDRAILS TO BE PAINTED TRAFFIC YELLOW. SEE GUARD RAIL

ELEVATION AND SECTION 3A AND 3B BELOW.

4 CONSTRUCT NEW DOCK LEVELERS PIT IN CONCRETE SLAB WITH CORNER GUARD ANGLES

3" x 3" x 1/4". SEE SHEET S-101 FOR MORE DETAILS.

5 NEW 42" HEIGHT GALVANIZED STEEL RAILINGS IN 1.5" DIAM. SCHEDULE 40 PIPE WITH TWO

HORIZONTAL PIPES AND VERTICAL PIPES AT A MAXIMUM DISTANCE OF 5'-0".

6 NEW REMOVABLE SECTION OF 42" GALVANIZED STEEL RAILINGS IN 1.5" DIAM. AND 40 GAUGE PIPE

WITH TWO HORIZONTAL PIPES AND VERTICAL PIPES AT A MAXIMUM DISTANCE OF 5'-0".

7 NEW CONCRETE SLAB RAMP, 4,000 PSI, WITH TWO LAYERS OF REINFORCEMENT STEEL BARS #5 AT

10" CENTER TO CENTER EACH WAY. SEE DETAIL 1, 2 & 5 ON SHEET S-101 FOR REFERENCE.

8 SUPPLY AND INSTALL NEW ROLL-UP DOOR 8' x 8' SIMILAR OR EQUAL TO COOKSON ROLL UP DOORS MODEL ESD10. CONTRACTOR SHALL INSTALL MC8 HOT ROLLER STEEL CHANNEL TIE COLUMNS TO SUPPORT THE LINTEL CHANNEL. STEEL CHANNEL SHALL BE COATED WITH RED-OXIDE PRIMER AND TWO COAT OF ENAMEL PAINT. SEE ROLLUP DOOR OPENING DETAIL AT BOTTOM OF THIS SHEET FOR

ANCHOR LOCATIONS.

9 SUPPLY AND INSTALL AIR CURTAIN SIMILAR OR EQUAL TO MODEL ETD-2-96E BY POWERED

AIRE INC. INSTALL PLASTIC PVC STRIP DOORS EQUAL OR SIMILAR TO CHASE DOORS MODEL #121203.

10 SUPPLY AND INSTALL SAFETY TRAILERS CAST-IN WHEEL ALIGNMENT GUIDE SIMILAR OR EQUAL TO ARMO ACCESSORIES MODEL ARCI. THIS GUIDE SHALL BE INSTALLED TO DIRECT THE CONTAINER

WHEELS TO THE LOADING DOCK LEVELERS.

11 SUPPLY AND INSTALL EMERGENCY SHOWER/EYEWASH STATION SIMILAR OR EQUAL TO ULINE MODEL H-6618, COORDINATE WITH COR AND TENANT FOR EXACT LOCATION. SEE SHEET SI-102 FOR PIPING

AND SEWER DETAILS.

12 SUPPLY AND INSTALL 4 PALLET CAPACITY RACK SYSTEM. SEE SCOPE OF WORK FOR MORE DETAILS.

13 8" DIAM. GALVANIZED STEEL PIPE 60" HEIGHT FILLED WITH CONCRETE. CONCRETE BASE SHALL BE 24" x 24" x 24". SEE PIPE BOLLARD DETAIL BELOW.

14 5 EACH VERTICAL DOCK BUMPERS 12" x 4" x 10" MADE FROM SUPER-TOUGH TRUCK TIRE MATERIAL.

FOR FINAL INSTALLATION LOCATION CONTRACTOR SHALL COORDINATE WITH COR.

15 CONCRETE STAIR WITH STEEL RAILINGS AND STAIR NOSING. SEE S-101, SECTION 6/S-101 FOR MORE DETAILS. HANDRAILS ARE 42" FROM TOP OF STEP AND EXTEND MIN 12" FROM EDGE OF LAST STEP.

STAIRS WILL BE A MINIMUM OF 36" WIDE FROM INSIDE OF HANDRAIL TO INSIDE OF OPPOSITE

HANDRAIL.

16 APPLY EPOXY RESIN FLOOR FINISH TO THE WAREHOUSE AREA. SEE SCOPE OF WORK ITEM 1.3.8 FOR

FLOOR PREPARATION AND PRODUCT DESCRIPTION.

17 REINFORCE EXISTING FLOOR. SEE DETAILS ON SHEET S-104.

18 INSTALL 412" DOCK CHAIN BOLLARD BARRIER, 42" HIGH SIMILAR OR EQUAL TO VESTIL

MODEL # DCBB-42-4.5. SEE ELEVATION E-1 ON SHEET S-102.

NEW BUILDING LOADING DOCK FLOOR PLAN

SCALE: 3/32"=1'-0"

NEW LOADING DOCK ELEVATION

SCALE: 3/32"=1'-0"

NEW BATTERY CHARGING AREA ELEVATION

SCALE: 3/32"=1'-0"

TWO WAVE GUARDRAIL WALL PROTECTION ELEVATION AND SECTION

SCALE: 1/4"=1'-0"

TWO WAVE GUARD RAIL LOADING DOCK ELEVATION AND SECTION

SCALE: 1/4"=1'-0"

ROLL UP DOOR OPENING DETAIL

SCALE: 14"=1'-0"

CORNER GUARD DETAIL

SCALE: 3/8"=1'-0" PIPE BOLLARD DETAIL

SCALE: 3/8"=1'-0"

60'-0"

NEW GUTTER WITH

DOWNSPOUT

NEW GALVALUME FASCIA

EXISTING PAVEMENT LEVEL

RAMP S = 1.80%

NEW GALVALUME CANOPY

NEW 4" FLASHING

NEW GALVALUME CANOPY

NEW GUTTER WITH

DOWNSPOUT

NEW GALVALUME FASCIA

NEW GUTTER WITH

DOWNSPOUT

EXISTING GALVALUME WALL EXISTING GALVALUME WALL EXISTING GALVALUME WALL EXISTING GALVALUME WALL

EXISTING GALVALUME ROOF

NEW GALVALUME

FASCIA, NEW GUTTER

AND DOWNSPOUT

NEW GALVALUME

FASCIA, NEW GUTTER

AND DOWNSPOUT

4"X4"X1/2" GALVANIZED STEEL ANGLE BOLTED

TO WALL WITH 6"X5/8" WEDGE AND 4.5"X3/8"-16 HEX

BOLTS, HOT DIPPED GALVAN. STEEL WITH WASHER

&NUTS TO SUPPORT THE 4"X4" COLUMN.

CONCRETE GUTTER

TRAFFIC DIRECTION

12-1/4" HEIGHT TWO

WAVE GUARD RAIL 1/8"

THICKNESS 2'

-6

4"X6"X30"

GUARD

RAIL POST

TWO WAVE GUARDRAIL

12-1/4" HEIGHT

X1/8"THICKNESS

1/2"X10"X10"

STEEL PLATE

V A R

3' -6

1' -6

60" HEIGHT 4" WIDTH 6" DEPTH

POST FOR RAIL EMBEDDED IN

10" THICK RETAINING WALL

12-1/4" HEIGHT TWO

WAVE GUARD RAIL

1/8"THICKNESS

4'X4"X1

2" STEEL

ANGLE CORNER

GUARD

1' 2'-4" 2'-4" 2'-4"

6" LINTEL STEEL

CHANNEL

12"X8" CONCRETE

TIE COLUMN WITH

4 VERTICALS. #5 REBAR

AND #3 STIRRUPS

AT 8" C.T.C.

CORNER GUARD

ANGLE

(SEE DETAILS BELOW)

36" HEIGHT 3"X3"X3/8"

CORNER GUARD STEEL

ANGLE WITH NELSON

STUDS/DOWELS(TYP.)

CONCRETE ANCHOR

2" DIAM., 4" LONG

LOCATED AS SHOWN

12-1/4" HEIGHT TWO WAVE

GUARD RAIL 18" THICKNESS

1/2"X12" REBAR

DOWELS TO

CONNECT THE WALL

REINFORCEMENT

5' -0 "3' -6

2' -0

2'-0"

NEW BATTERY

CHARGING AREA

CHANNEL

ANCHORS

NEW CONCRETE LOADING DOCK AREA

NEW CONCRETE LOADING DOCK RAMP

NEW WAREHOUSE EPOXY RESIN FLOOR

NEW PALLET RACK

NEW WORKS LEGEND

4EA 5/8"x4" WEDGE

ANCHOR BOLT

THROUGH STEEL PLATE,

INTO CONCRETE

SECTION OF EXPOSED PIPE BELOW

THE SLAB FLOOR AND BACK SIDE

OF BEAM

INSTALL "NOT AN EXIT" SIGN

SECTION OF EXPOSED PIPE

BELOW THE SLAB FLOOR

EXISTING 1 12"

PVC PIPE

ENDING WITH

P-TRAP

1 2 2 2

4 4

CONCRETE

HEADWALL

4 4

3 3

4 44

CONCRETE HEADWALL

FORKLIFT BATTERY

CHARGING AREA

EXISTING BOX CULVERTEXISTING BOX CULVERT

90'-3"42'-10"

'-4

25'-0"

50'-0"

5' -5

7' -0

'-0

9' -9

28'-5"

3 3

55 5

EXISTING BOX CULVERT

DPW ENGINEERING

DIVISION

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SHEET ID

SI-102

D R A W N B Y : C

. K U G

C H

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B Y : L

E . T

O R R

R O V

B Y : A

A L N

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R O V A L

NEW STORM SEWER WORKS NOTES

1 POINT OF CONNECTION OF NEW 24" DIAM. CORRUGATED HDPE STORM WATER FROM EAST CULVERT TO WEST

BOX CULVERT, PROTECTED AND FIXED IN PLACE WITH CONCRETE HEAD WALL

2 NEW 24" DIAM. CORRUGATED HDPE STORM SEWER DUAL WALL PIPE SIMILAR OR EQUAL TO NEAT DISTRIBUTING

PRODUCTS PART #HDPE2420R.

3 NEW 4" DIAM. PVC SDR 35 PIPE SIMILAR OR EQUAL TO CHARLOTTE PIPE MANUFACTURING DISTRIBUTING

PRODUCTS, PART # S/M060040600FP.

4 DOWNSPOUT SHALL BE CONNECTED TO THE PVC PIPES WITH 4" DOWNSPOUTS TO DRAIN PIPES ADAPTER 3" X 3" X

4" SIMILAR OR EQUAL TO UNIVERSAL DRAINAGE ADAPTERS MANUFACTURERS.

5 PVC PIPE SHALL BE CONNECTED TO THE TOP OF THE HDPE PIPE WITH 4" PVC ADAPTOR SIMILAR OR EQUAL TO

SEKO-BETA TECHNOLOGY, CANNON WATER TECHNOLOGY INC.

6 5" HEIGHT BY 5" WIDE(INTERIOR) TRENCH DRAIN INTEGRATED IN THE CONCRETE SLAB RAMP INCLUDE 1.5" X 1.5" X 3/8" STEEL ANGLE FRAME ASTM A36, TRENCH DRAIN GRILL SHALL BE HEAVY DUTY SIMILAR OR EQUAL TO

6951M2-8", 1.5" DEEP X 24" BY EAST JORDAN MANUFACTURERS.

7 CONTRACTOR SHALL INCLUDE CLEANING THE EXISTING BOX CUVLERT FROM BLDG 507 WEST SECTION TO BLDG

511 EAST SECTION(SEE DRAWING FOR REFERENCE AND CULVERT LENGTH).

8 FREEZER AND COOLER CONDENSING WASTEWATER PIPE (1.5" DIAM.) EXTENSION FROM EXISTING P-TRAP TO EXISTING CONCRETE BOX CULVERT. THE DEEPENING OF THE EXCAVATION WILL BE NECESSARY TO PENETRATE THE WALL OF THE BOX CULVERT AS HIGH AS POSSIBLE(CONSIDER 6" MAXIMUM DEPTH).

9 AIR CONDITIONING EXISTING CONDENSING WATER PIPE(3/4" DIAM.) EXTENSION TO EXISTING CONCRETE BOX CULVERT. LEAVE THE EXISTING PIPE EXPOSED AND PLACE THE NEW EXTENSION PIPE UNDERGROUND WITH TWO ELBOWS. THE DEEPENING OF THE EXCAVATION WILL BE NECESSARY TO PENETRATE THE WALL OF THE BOX

CULVERT AS HIGH AS POSSIBLE(CONSIDER MAXIMUM DEPTH OF 6").

NEW BUILDING LOADING DOCK FLOOR PLAN

SCALE: 3/32"=1'-0"

NEW STORM SEWER PIPE

ON EXISTING BOX CULVERT

SCALE: NOT TO SCALE

BATTERY CHARGING AREA SECURITY GRILL FENCE

NORTH ELEVATION

SCALE: 3/16" = 1'-0"

TRENCH DRAIN INTEGRATED

IN THE RAMP FLOOR SLAB

SCALE: NOT TO SCALE

NEW 6' REINFORCED CONCRETE

HEADWALL AT HDPE PIPE AND BOX

CULVERT CONNECTION

SCALE: NOT TO SCALE

NEW POTABLE WATER WORKS NOTES

A NEW STAINLESS STEEL SERVICE SINK (INSTALLATION ONLY, OWNER SHALL SUPPLYTHE SINK). CONTRACTOR SHALL INCLUDE MATERIALS FOR WASTEWATER DRAINAGE TO INCLUDE STRAINERS, DOUBLE P-TRAP, 8" ADJUSTABLE CENTER WALL MOUNT FAUCET SIMILAR OR EQUAL TO BK RESOURCES BKF-VSMPR-WB-AF10-G 8" C/C, TWO HEAVY DUTY ANGLE

VALVE AND TWO FLEXIBLE BRAIDED STAINLESS STEEL FAUCET SUPPLY LINE.

B CONNECT 1" DIAM. POTABLE WATER COPPER PIPE TYPE K NEAR WATER METER AT WEST SIDE OF BUILDING INSTALL NEW 1" BRASS BALL VALVE. CONTINUE UNDER GROUND AS INDICATED ON DRAWING, ATTACH THE EXPOSED SECTION TO THE EXTERIOR CORRIDOR FLOOR SLAB BEAM(INTERIOR SIDE) WITH 1-5/8" X 7/8" CHANNEL SIMILAR OR EQUAL TO UNISTRUT AND 5/8" CUSH-A-CLAMP CHANNEL PIPE CLAMP ELECTRO GAL FINISH AT 4'-0" MAXIMUM DISTANCE CENTER

TO CENTER.

C UNDERGROUND PIPE INSTALLATION REQUIRES EXCAVATION SECTION 2'-0" DEEP AND NOT LESS THAN 6" WIDE, USE SAND BEDDING MATERIAL TO PROTECT THE PIPE 4" MINIMUM THICK(UP AND DOWN PIPE). USE EXISTING MATERIAL EXCAVATED TO BACKFILL. THE PIPE SECTION THAT CROSSES THE STORM SEWER BOX CULVERT SHALL CROSS BELOW

BOX CULVERT.

D NEW EMERGENCY SHOWER/EYE WASH STATION SIMILAR OR EQUAL TO BRADLEY S19-310. THE POTABLE WATER PIPE SHALL BE INSTALLED THROUGH THE EXTERIOR CONCRETE CORRIDOR FLOOR, CONTRACTOR SHALL USE CORE DRILL

TO OPEN HOLE AT FLOOR TO PASS WATER PIPE AND DRAIN.

NEW SANITARY SEWER PIPE WORKS NOTES

NEW EMERGENCY SHOWER/EYE WASH STATION WASTEWATER DISCHARGE SHALL BE

THROUGH THE EXTERIOR CONCRETE CORRIDOR FLOOR, CONTRACTOR SHALL USE CORE

DRILL TO OPEN HOLE AT FLOOR TO PASS THE WASTEWATER PIPE. THE WASTEWATER

SHALL BE DIREST TO THE STORM SEWER OPEN CHANNEL LOCATED UNDER THE

EXTERIOR CORRIDOR SLAB FLOOR. VERIFY EXACT LOCATION WITH BUILDING TENANT

AND COR BEFORE INSTALLATION.

NEW 2" DIAM. PVC PIPE FOR SINK WASTEWATER DRAINAGE, PIPE SHALL BE INSTALLED

INSIDE THE NEW EXTERIOR CORRIDOR SLAB FLOOR. THE EXPOSED SECTION SHALL BE

ON INTERIOR OF THE WALL WHERE THE SINK P-TRAP WILL BE CONNECTED. PROVIDE

CLEAN-OUT ON SLAB FLOOR AS SHOW ON DRAWING.

FOR SINK WASTEWATER CONNECTION, CONTRACTOR SHALL USE THE EXISTING 4" DIAM.

CLEAN OUT LOCATED AS SHOWN ON DRAWING, USING 4" ABS MALE ADAPTER HUB X

MIPT AND PIPE REDUCING FROM 4" TO 2" WITH REDUCER BUSHING. EXPOSED PIPE SHALL

BE PROTECTED BY CONCRETE, SEE STATEMENT OF WORK FOR DETAILS.

NEW BATTERY CHARGING AREA SECURITY GRILL

FENCE WORKS NOTES

(a) SECURITY FENCE SHALL BE FABRICATED WITH 18"" GAUGE GALVANIZED STEEL PIPE.

(b) VERTICAL PIPES SHALL BE 1" DIAM. PIPE WELDED TO TOP AND BOTTOM HORIZONTAL PIPE AND CROSSING THROUGH HORIZONTAL MIDDLE PIPE(3" X 2" RECTANGULAR PIPE BETWEEN 4" X 4" STEEL COLUMNS.)

SEE NORTH ELEVATION FOR LOCATION.

(d) CONTRACTOR SHALL INSTALL VERTICAL 3" X 2" RECTANGULAR PIPE BETWEEN 4" X 4" STEEL

COLUMNS. ANCHORED TO THE WALL USING WEDGE ANCHOR BOLTS. SEE NORTH ELEVATION.

(e) VERTICAL PIPES SHALL BE INSTALLED AT THE MAXIMUM OF 4" C.T.C. SPACING

(f) THE HORIZONTAL FENCE PIPE SHALL BE FULL WELDED TO THE 4" X 4" STEEL COLUMNS AS WELL AS THE

3" X 2" HORIZONTAL PIPE

(g) DOUBLE GATE SHALL OPEN TO THE EXTERIOR OF THE CHARGING BATTERY AREA. SEE EAST AND WEST

ELEVATIONS ON THIS SHEET FOR DOUBLE GATE LOCATION AND NOTES.

(h) ALL WEDGE BOLTS TO ANCHOR THE GALVANIZED PIPES SHALL BE HOT-DIP GALVANIZED OR SAME

MATERIAL AS PIPES BEING ANCHORED.

(i) SECURITY FENCE SHALL INCLUDE ONE COAT OF SHOP-PRIMER AND TWO COATS OF ENAMEL PAINT FOR

ALL GALVANIZED PIPES.

(j) TO WELD ALL GALVANIZED MATERIAL, CONTRACTOR SHALL PREP PIPES FOR WELD BY REMOVING ZINC COATING(ON SECTION TO BE WELDED), SELECT THE RIGHT FILLER/ELECTRODE, AND MAKE A FULL WELD

TO ALL PIPES AND PLATE CONNECTIONS.

BATTERY CHARGING AREA SECURITY GRILL FENCE

WEST ELEVATION

SCALE: 3/16" = 1'-0"

BATTERY CHARGING AREA SECURITY GRILL FENCE

EAST ELEVATION

SCALE: 3/16" = 1'-0"

'-4

BLDG 507

COOLER &

FREEZER

BLDG 511

29'-0"

IIIII

III

MAKE 4" DEPTH CORE-DRILL AND SET

VERTICAL PIPE IN CONC.WITH

NON-SHRINK GROUT.WELD EXISTING

RAILING TO NEW GALVANIZED

VERTICAL RAIL AND ELBOW.

(BOTH SIDES)

ANCHORED TO THE WALL

WITH FLAT HEAD HOT DIP

GALVANIZED WEDGE BOLT

SEE NOTE (e).

ANCHORED TO THE WALL

WITH 3-7" X 5/8" FLAT HEAD

HOT DIP GALV. WEDGE BOLT

SEE NOTE (e)

GALV. STEEL GRILL WITH 1" DIAM.

VERTICAL ELEMENTS AT 4" MAX

SPACING-3 HORIZONTAL RECTANGULAR

BARS 3" X 2". ALL GALVANIZED PIPE

SHALL BE 1/8" GAUGE, FULL WELDED.

GRILL SHALL BE ANCHORED TO STEEL

COLUMNS.

9'-6"

GALV. STEEL DOUBLE GATE WITH 1"

DIAM. VERTICAL PIPES AT 4" MAX.

SPACING. FRAME AND MIDDLE

RECTANGULAR BARS 3" X 2". ALL GALV.

PIPE SHALL BE 1/8" GAUGE,

FULL WELDED. THE DOUBLE GATE SHALL

INCLUDE 6 - 3" BALL BEARING

HINGES.TWO 5/8" X 24" DROP ROD WITH

PADLOCK(TOP AND BOTTOM) AND A 10"

SLIDING BOLT GATE LATCH

GALVANIZED STEEL GRILL WITH 1" DIAM. VERTICAL

ELEMENTS AT 4" MAX. SPACING. THREE HORIZONTAL

RECTANGULAR BARS 3" X 2". ALL GALV. PIPES SHALL

BE 1/8" GAUGE TUBE FULL WELDED. THE GRILL SHALL

BE ANCHORED TO STEEL COLUMNS.

3" X 2" X 1/8" GALVANIZED STEEL PIPE

ANCHORED TO THE WALL WITH

8" X 1/2" HOT DIP GALVANIZED

WEDGE BOLT(SEE NOTE d).

1" COPPER PIPE TO

EYEWASH STATION

MOUNTED BEHIND

COLUMNS, BELOW SLAB

FLOOR

1" COPPER PIPE

BELOW SLAB,

SEE NOTE D

TO EMERGENCY

EYEWASH STATION

1" COPPER PIPE FOR NEW EMERGENCY

EYE WASH STATION. EXPOSED BELOW SLAB

FLOOR, MOUNTED BEHIND COLUMNS.

NEW HDPE PIPE

NEW FEATURE (SEE NEW WORKS NOTE)

NEW WORKS LEGEND

EXISTING

BOX

CULVERT

91' - 11" 90' - 6"

CM DOCK LEVELER PIT DIMENSIONS

PIT LENGTH DIMENSION "A" 9'-3"

PIT WIDTH DIMENSION "B" 6'-1"

PIT DEPTH REAR DIMENSION "C" 1'-11 1/2"

PIT DEPTH

FRONT DIMENSION "D" 2'-0"

CURB ANGLE

FRONT & REAR DIMENSION "E" 6'-7"

CURB ANGLE

SIDE DIMENSION "F" 9'-0"

CURB ANGLE

BUMPER DIMENSION "G" 1'-9"

CURB ANGLE

BUMPER DIMENSION "H" 1'-9"

4" WIDTH x 3" MINIMUM

DEPTH CONTROL JOINT(CJ)

3' -0

1 1

1'-0"

3' -6

DPW ENGINEERING

DIVISION

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SHEET ID

S-101

D R

A W

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Y : C

. K U

C H

O M

B Y

: L U

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: A N

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NEW BUILDING LOADING DOCK FLOOR PLAN

SCALE: 3/16"=1'-0"

ANCHOR LAYOUT FOR CORNER GUARD ANGLE

SCALE: 3/16"=1'-0"

SECTION 1/S-101

SCALE: 3/8"=1'-0"

SECTION 3/S-101

SCALE: 3/8"=1'-0"

SECTION 2/S-101

SCALE: 3/8"=1'-0"

SECTION 4/S-101

SCALE: 3/8"=1'-0"

SECTION 5/S-101

SCALE: 3/8"=1'-0"

SECTION 6/S-101

SCALE: 3/8"=1'-0"

'-0

60'-0" 29'-0"

30'-0"

'-0

SAME ELEVATION AS

EXISTING DOCK RAMP

(ACTUAL 2'-11")

"E" "C"

"F" "A"

"E"

"D"

"H"

"G"

3" 1'-0" 1'-0"

CONCRETE ANCHOR, 1/2" DIAM., 6" LONG, LOCATED AS SHOWN

1/ 4"

4" X 4" X 1/2" CORNER

GUARD ANGLE EMBEDDED

ON RETAINING WALL NEW 6" THICK REINFORCED

CONC. SLAB FLOOR, 3500 PSI

AND #4 @10" BOTH WAYS

EXPANSION JOINT

MATERIAL, SEE NOTE

11, SHEET S-101

INSTALL 6 MIL

VAPOR BARRIER

NEW 24" STORM

SEWER PIPE6 #5 CONTINUOUS

REBAR AND #4 @12"

BUILDING EXISTING

FOOTING

AND RETAINING WALL

EXPANSION JOINT

MATERIAL.

SEE NOTE 11,

SHEET S-101

95% COMPACTED IN 12"

LAYERS. SELECTED FILL

MATERIAL

3'-0"

1' -0

"2' -6

V A

INSTALL 6 MIL

VAPOR BARRIER

EXISTING SUB-BASE

WELL COMPACTED

6" RETAINING WALL

CONCRETE, 3500 PSI

STEEL

REINFORCEMENT

#4@8" C.C. BOTH

WAYS

NEW CONCRETE PAVEMENT

1'-0"

3' -6

1' -0

3'-0"

3' -0

V A

NEW 6" THICK REINFORCED

CONCRETE SLAB FLOOR,

3500 PSI, #4 @10" BOTH WAYS

EXPANSION JOINT MATERIAL

SEE NOTE 11, SHEET S-101

INSTALL 6 MIL

VAPOR BARRIER

NEW 24" STORM

SEWER PIPE

6-#5 CONTINUOUS REBAR

AND #4 @ 12"

BUILDING EXISTING

FOOTING

AND RETAINING WALL

4-STEEL A36 L TYPE

ANCHOR BOLTS,

3/4" DIAM. X 20" LONG

NEW 6" THICK REINFORCED

CONCRETE SLAB FLOOR AND

WALLS. 3500 PSI AND #4 @ 10"

BOTH WAYS

INSTALL 6 MIL

VAPOR BARRIER

EXPANSION JOINT MATERIAL

SEE NOTE 11, SHEET S-101

8" CAST-IRON STEEL

GRATING ON 1.5" X 1.5" X

1/4" STEEL ANGLE

6" RETAINING WALL,

CONCRETE, 3500PSI

WITH #4 @ 8" E.W.

REINFORCEMENT

95% COMPACTED IN 12" LAYERS,

SELECTED FILL MATERIAL

3'-0"

1' -0

4' -0

4" X 6" X 60" GUARD

RAIL POST EMBEDDED

IN RETAINING WALL

4" X 4" X 1/2" GUARD

EDGE ANGLE EMBEDDED

ON RETAINING WALL

1/2" X 12" REBAR DOWELS

TO CONNECT TO THE WALL

REINFORCEMENT

10" RETAINING WALL

WITH #4 @ 8" E.W.

TWO WAVE GUARD RAIL

12 1/4" HEIGHT X 1/8" THICKNESS

NEW 6" THICK REINFORCED

CONCRETE SLAB FLOOR,

3500 PSI AMD #4 @ 10"

BOTH WAYS

INSTALL 6 MIL

VAPOR BARRIER

6-#5 CONTINUOUS REBAR AND

#4 @ 12"

EXISTING DRIVEWAY PAVEMENT

1' -0

3'-0"

3' -0

V A

S 3'

-6

10"

6" CONCRETE CURB, 3000 PSI WITH

#4 @ 12" E.W. REINFORCEMENT

VARIES FROM 13" TO 0"

NEW CONCRETE TRUCK RAMP,

4000 PSI WITH DOUBLE MATT

#5 REINFORCEMENT @ 12"

C.T.C.

EXISTING SUB-BASE,

WELL COMPACTED

INSTALL 6 MIL

VAPOR BARRIER

1' -0

EXISTING DRIVEWAY

PAVEMENT

3" 4"

EXISTING

DRIVEWAY

PAVEMENT

CONCRETE TIE BEAM,

3500 PSI WITH 4 #5 AND

#3 STIRRUPS AT 10" C.C.

CONCRETE STAIR,

3500 PSI WITH

#4 @ 8" E.W.

REINFORCEMENT

4" X 36" CAST ALUMINUM

SAFETY STAIR NOSING

TYP. AT ALL STEPS

1'-0"

S-101

'-0

EXISTING

DRIVEWAY

PAVEMENT

LEVELER PIT DETAIL

SCALE: NOT TO SCALEA

SUBMERSIBLE SUMP PUMP DETAIL(TYP.)

SCALE: NOT TO SCALE

1' -0

-0

V A

1'-0"

SUMP PUMP PIT-TOP VIEW

1' -0

1'-0"

TO 24" HDPE PIPE

TO HDPE PIPE

10.4"

NEW BUILDING LOADING DOCK GENERAL NOTES

1 EXCEPT FOR THE CONCRETE TRUCK RAMP, ALL NEW CONCRETE STRUCTURES SHALL BE 3,500 PSI (MINIMUM) AT 28 DAYS. STEEL REINFORCEMENT SHALL BE ASTM GRADE 60 (60 KSI). ALL MATERIALS SHALL COMPLY WITH THE

BUY AMERICA ACT.

2 FILL MATERIAL SHALL BE A-2-4 OR BETTER(AASHTO SOIL CLASSIFICATION SYSTEM). BACKFILL SHALL BE COMPACTED AT 95% MAXIMUM DRY DENSITY(MODIFY PROCTOR COMPACTION TEST, ASTM D1557) ON A 12"

THICK MAXIMUM LAYER.

3 CONTRACTOR SHALL REMOVE ALL DEBRIS, ORGANIC/UNSTABLE SOIL AND GRASS BEFORE DEPOSITING THE

SELECTED BACKFILL MATERIAL.

4 PROVIDE NEW DOCK LEVELERS PIT IN CONCRETE SLAB INCLUDING CORNER GUARD ANGLE(EQUIPMENT AND INSTALLATION SHALL BE BY OTHERS). SEE LEVELER PIT DETAIL A ON THIS SHEET FOR LOCATION AND

DETAILS.

NEW BUILDING LOADING DOCK KEY NOTES

1 INSTALL 6 MIL VAPOR BARRIER ON TOP OF FINISHED GRADE BEFORE NEW CONCRETE SLAB FLOOR AND

LOADING DOCK AREAS ARE POURED.

2 NEW CROSS GRATING SIMILAR OR EQUAL TO NDS CLASS C SLOTTED CAST IRON 8" X 24" SECTIONS ON STORM

SEWER CONCRETE CROSS GUTTER INTEGRATED IN THE DRIVEWAY CONCRETE SLAB. SEE SECTION 2 FOR MORE

DETAILS.

3 CONTROL JOINT(C.J.) WILL BE CUT IN A PERIOD OF 4-12 HOURS AFTER POURING OF CONCRETE OR

IMMEDIATELY ONCE THE CONCRETE REACHES NECESSARY HARDNESS.

4 CONTROL JOINT(C.J.) SHALL BE SEALED WITH HIGH-PERFORMANCE POLYURETHANE-BASED ELASTMERIC

SEALANT EQUAL OR SIMILAR TO SIKA FLEX 1A.

5 EXPANSION JOINT MATERIAL SHALL BE CLOSED-CELL POLYPROPYLENE FOAM PLY SIMILAR OR EQUAL TO NAMACO NOMAFLEX. SEAL WITH HIGH-PERFORMANCE POLYURETHANE-BASED ELASTMERIC SEALANT EQUAL

OR SIMILAR TO SIKA FLEX 1A. SEE SECTION DETAILS 1, 2, & 3 ON THIS SHEET.

6 CONSTRUCT 12" X 12" X 12" SUMP PUMP PIT. INSTALL SUBMERSIBLE SUMP PUMP SIMILAR OR EQUAL TO FRANKLIN ELECTRIC 5.5 SERIES, 1/4 HP, 8.7" WIDE X 10.4" LONG X 10.8" HEIGHT. SEE SUBMERSIBLE SUMP PUMP

DETAIL ON THIS SHEET.

3 3 3 3 3

'-3

3 3 3

1 1 2

DPW ENGINEERING

DIVISION

R E

T O

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O R

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C E

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B A

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SHEET ID

S-102

D R A W N B Y : C

. K U G

C H

B Y

O M M

B Y : L

E . T O R R

R O V

B Y : A

A L N

R O N

B Y

N S

N O

D A

C R

O N

R O V A L

LOADING DOCK PLATFORM CANOPY PLAN

AND ELEVATIONS

SCALE: 3/32"=1'-0"

FORKLIFT BATTERY CHARGING AREA CANOPY

EAST & WEST ELEVATION

SCALE: 3/16"=1'-0"

FORKLIFT BATTERY CHARGING AREA

ROOF CANOPY PLAN(STRUCTURAL)

SCALE: 3/16"=1'-0"

LOADING DOCK CANOPY STRUCT. NOTES

a. PRE-ENGINEERING BUILDING(P.E.B.) STRUCTURE SIMILAR OR EQUAL TO ESCO

STEEL PRODUCT. STEEL STRUCTURE SHOP DRAWINGS SHALL BE CERTIFIED

BY A LICENSED ENGINEER ENSURING TO BE IN COMPLIANCE WITH FEDERAL

AND LOCAL CONSTRUCTION CODES.

b. ROOF DECK SHALL BE TYPE R 7/8", 22 GA. GALVALUME(36" COVERAGE)

PRE-PAINTED SIMILAR OR EQUAL TO ESCO STEEL PRODUCT IN EVERGREEN

COLOR(TYP.)

c. 5" RAIN GUTTER WITH 3"X4" DOWNSPOUT.

CORRIDOR CANOPY ROOF DECK MATERIAL

1 ROOF DECK SHALL BE TYPE R 7/8", 22 GA. GALVUALUME(36" COVERAGE)

PRE-PAINTED SIMILAR OR EQUAL TO ESCO STEEL PRODUCT IN EVERGREEN

COLOR(TYP.)

2 5" RAIN GUTTER ATTACHED TO ROOF PANELS WITH STRAPS AND 3EA 7/8" STITCH

AT 3"-0" C.C, 3"X4" DOWNSPOUT SUPPORTED BY STRAPS. THE DOWNSPOUT SHALL

BE CONNECTED TO PVC PIPE WITH DRAIN DOWNSPOUT ADAPTER, 3"X4".

3 LATERAL FASCIAS SHALL INCLUDE GALVALUME TYPE R ATTACHED TO 6" WALL

PURLIN GIRT WITH #12-14 X 1" SCREW(TYP). SEE ELEVATION FOR DETAIL

CORRIDOR CANOPY STRUCT. COMPONENTS

1 SQUARE CARBON STEEL TUBE 6" X 6" X 3/8" COLUMNS WITH STEEL PLATES 10" X

10" X 1/4" AT TOP AND BOTTOM(TYP.)

2 C-PURLIN BRIDGING 6" 14 GA AND C-PURLIN RAFTERS 8" 14 GA WELDED BACK

TO BACK(TYP.)

3 W6 X 15 BEAM FROM CORRIDOR CANOPY(SEE ELEVATION ON THIS SHEET).

FORKLIFT BATTERY CHARGING AREA ROOF CANOPY

STRUCT. COMPONENTS

1 ROOF DECK MATERIAL SHALL BE TYPE R 7/8", 22GA. GALVALUME(36" COVERAGE)

2 22 GAUE GALVALUME STRUCTURAL CORRUGATED ROOFING TYPE R PANEL

COLOR EVERGREEN OVER 6" X 2" GALVANIZED STEEL PURLINS BRIDGING AND

8" PURLINS RAFTERS, 14 GAUGE.

130'-6"

SLOPE SLOPE SLOPE

30'-0"

'-0

29'-0"

'-0

'-6

1' -6

30'-0"

'-7

39'-6"

4'-9"

'-7

4' -0

'-3

RIGID FRAME

RAFTER AND

COLUMN

32'-10"

30'-0"

4' -0

NEW GUTTER &

DOWNSPOUT

'-7

32'-10"

'-0

30'-0"

2' -1 1"

NEW GUTTER &

DOWNSPOUT

'-7

39'-6"

'-7

2' -1 1"

'-7

39'-6"

'-0

30'-0"

LOADING DOCK

TRUCK RAMP

LOADING DOCK

TRUCK RAMP

ELEVATION E-3 - LOADING DOCK

PRE-ENGINEERING STRUCTURE

SCALE: 3/32"=1'-0"

ELEVATION E-4 - LOADING DOCK

PRE-ENGINEERING STRUCTURE

SCALE: 3/32"=1'-0"

39'-6"

'-1 0"

ELEVATION E-1 - LOADING DOCK

PRE-ENGINEERING STRUCTURE

SCALE: 3/32"=1'-0"

ELEVATION E-2 - LOADING DOCK

PRE-ENGINEERING STRUCTURE

SCALE: 3/32"=1'-0"

LOADING DOCK PRE-ENGINEERING

STRUCTURE - BUILDING SECTION

SCALE: 3/32"=1'-0"

GALVALUME METAL ROOF(EVERGREEN)

WITH METAL FLASHING AND TRIMS

NEW GUTTER&

DOWNSPOUT

NEW GALVALUME FASCIA AT

THREE SIDES OF DECK USE C

TYPE PURLINGS TO SUPPORT

THE FRONT AND LATERAL

GALVALUME FASCIAS

EXISTING BUILDING

GALVALUME WALL

GALVALUME METAL

ROOF(EVERGREEN)

ON 6" C TYPE PURLINS

BRIDGING AND DOUBLE

(BACK TO BACK) 6" C TYPE

PURLINS RAFTERS

NEW GUTTER&

DOWNSPOUT

W6 X 15 STEEL BEAMS

WELDED TO STEEL

COLUMNS

6" X 6" STEEL COLUMNS

4 EA - A36 L TYPE STEEL

ANCHOR BOLTS, 3/4" DIAM.

X 20" LONG

6" X 6" X 3/8" GALVANIZED STEEL ANGLE

A36 ANCHORED TO THE WALL WITH 7" X 5/8"

WEDGE BOLT @ 30" C.T.C.

EXISTING BUILDING

GALVALUME WALL

3' -0

5' -6

1' -2

'-7

30'-0"

6" C TYPE PURLINS

BRIDGING(TYP.)

SLOPE

9'-8"

1' -3

2' -1 1"

7' -9

NEW GALVALUME

FASCIA AT THREE

SIDES OF DECK

4" X 4" X 3/8" GALVANIZED

STEEL COLUMNS

GALVALUME METAL ROOF(EVERGREEN)

ON 6" C TYPE PURLINS BRIDGING AND

DOUBLE (BACK TO BACK) 8" C TYPE

PURLINS RAFTERS. USE C TYPE PURLING

TO SUPPORT THE FRONT AND LATERAL

GALVALUME FASCIA

6" X 6" X 1/4" GALV. STEEL

PIPE WELDED TO STEEL

COLUMNS

4" X 4" X 3/8" GALVANIZED

STEEL COLUMNS

BRIDGING SHALL BE BOLTED

AND CONNECTED TO RAFTERS

WITH SUPPORT CLIP 4" X 1.5" X

5" GAUGE 12(TYP.)

6" X 6" X 3/8" GALVANIZED STEEL ANGLE

A36 ANCHORED TO THE WALL WITH

7" X 5/8" WEDGE BOLT @ 30" C.T.C.

4" X 4" X 12" GALVANIZED STEEL ANGLE

BOLTED TO WALL WITH 6" X 5/8" WEDGE

AND 4.5" X 38" - 16 HEX BOLTS, HOT DIP

GALVANIZED STEEL WITH WASHER AND

NUTS TO SUPPORT THE 4" X 4" COLUMN

8' HIGH OPENING FOR

ROLL-UP DOOR

EXISTING BUILDING GALVALUME WALL

12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 9"

15'-0" 14'-0" 12'-6" 12'-6"

'-3

12'-6" 9"

2' -1 1"

9' -8

8' -6

1' -3

2' -1 1"

'-0

S-102

E-1 S-102

E-3 S-102

E-4 S-102

E-2 S-102

E-3

SI-3

E-2 S-3

E-1 S-3

E-4

SI-3

RIGID FRAME

RAFTER AND

COLUMN

LOADING DOCK CORRIDOR ROOF CANOPY PLAN

(DECKING MATERIAL)

SCALE: 1/8"=1'-0"

LOADING DOCK CORRIDOR ROOF CANOPY PLAN

(STRUCTURAL COMPONENTS BENEATH DECKING)

SCALE: 1/8"=1'-0"

FORKLIFT BATTERY CHARGER

ROOF CANOPY PLAN(DECK MATERIAL)

SCALE: 3/16"=1'-0"

TWO 8" C TYPE PURLINS

RAFTERS WELDED

BACK TO BACK(TYP.)

W 6 X 15 SUPPORTED BY 1/2" X 9" X 9"

STEEL PLATE ANCHORED TO WALL

WITH 4 EACH WEDGE BOLTS 1/2" X 5"

AND OVERHEAD SUPPORT PIPE(TYP.)

SEE SHEET S-103 FOR DETAILS

6" TYPE C PRE-PUNCHED PURLINS

BRIDGING(TYP.)

TWO 8" TYPE C PRE-PUNCHED

PURLINS RAFTERS, WELDED

BACK TO BACK(TYP.)

S-102

FORKLIFT BATTERY CHARGING AREA CANOPY

SECTION(TYP.)

SCALE: 3/16"=1'-0"

S-102

LOADING DOCK CORRIDOR CANOPY

EAST & WEST ELEVATION

SCALE: 3/16"=1'-0"

LOADING DOCK PRE-ENGINEERING

STRUCTURE - BUILDING SECTION

SCALE: 3/16"=1'-0"

S-102

NEW DOCK CHAIN BOLLARD BARRIER

NEW SECTION OF 24"

HANDRAIL

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LOADING DOCK FLOOR PLAN

SCALE: 3/32"=1'-0"

STRUCTURAL GENERAL NOTES:

1 RAFTER SUPPORTED BY 2.5" DIAM. BLACK STEEL

PIPE SCHEDULE 40. CONNECTED BY WELDING

WITH DUAL GUSSET PLATE AT BOTH ENDS.

2 BEAM W6 X 15 BLACK STEEL SHALL BE

CONNECTED TO THE PRE-ENGINEERING COLUMNS

BY MECHANICAL METHODS. USE A325 5/8" DIAM. X

4" HEAVY HEX STRUCTURAL BOLTS WITH DOUBLE

WASHER AND NUT.

3 RAFTER BEAM W6 X 15 SHALL BE SUPPORTED BY

2.5" DIAM. PIPE WITH DUAL 1/2" THICK GUSSET

PLATES WELDED TO 1/2" THICK STEEL END

PLATES.

4 CONTRACTOR SHALL CUT THE GALVALUME WALL

WITH SCISSORS OR OTHER METHOD TO PREVENT

INSULATION FROM CATCHING FIRE. REPAIR

GALVALUME WALL PERFORATION WITH SAME

GALVALUME MATERIAL BOLTED WITH #12 X 1"

STEEL-BINDER METAL ROOFING SCREW AND SEAL

WITH SILICONE SEALANT. SEE SECTIONAL VIEW 1

& 2 AT BOTTOM OF THIS PAGE.

LOADING DOCK ROOF PLAN

SCALE: 3/32"=1'-0"

CORRIDOR SECTION 1/S-103

SCALE: 3/8"=1'-0"

CORRIDOR CANOPY OVERHEAD SUPPORT PIPE

SCALE: 3/4"=1'-0" PRE-ENGINEERING AND CORRIDOR ROOF SECTION 2/S-103

SCALE: 3/8"=1'-0"

DETAIL "A"

SCALE: 3/4"=1'-0"

DETAIL "B"

SCALE: 3/4"=1'-0"

29'-0" 39'-6"

'-1

8' -6

" 10 '-0

'-7

-8

9'-9"

W 6 X 15 RAFTER

STEEL BEAM

10" X 10" X 38" STEEL PLATE

ANCHORED TO WALL WITH

4- 4" X 58" HOT DIP GALV.

WEDGE BOLT

9' -8

-1 1"

V A

2'-2"

PRE-ENGINEERING ROOF

PRE-

ENGINEERING

FASCIA

3/4" 3/4"

4" 5"

5/8"

2 1/2"

2' -2

S-103

10"

3/4"

1/2"

1/ 2"

1' '-0

3/4"

1/2"

1/ 2"

A B

S-103 2

S-103

2 2

N N

DETAIL "C"

SCALE: 6"=1'-0" C

4"x4"GALVANIZED

FLASHING

NEW

CORRIDOR

DECK

SIKAFLEX

505 UV-1/2"

EXISTING WALL

DECK

2" OUTSIDE

CLOSURE STRIPS

D1 D1 D1 D1

D1D1D1

EXISTING FLOOR PANELS

EXISTING CONCRETE FLOOR

EXISTING FLOOR PANELS

D-2

D-1 S-104

S-104

DPW ENGINEERING

DIVISION

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FREEZER & COOLER FLOORPLAN - NEW SUPPORT PIPES AND ANCHOR BOLT LAYOUT NOTES

1 SUPPORT PIPES BELOW NEW STEEL PLATES SHALL BE 4" INTERIOR DIAM. STAINLESS STEEL SCH. 160 WITH 1/4" THICK STAINLESS STEEL PLATES

WELDED TO BOTTOM AND TOP OF THE PIPES. SEE PIPE SUPPORT DETAIL ON THIS SHEET.

2 PIPES AND OTHER SMALL SPACES RESULTING FROM THE CORE PREFORM SHALL BE FILLED WITH STYROFOAM INSULATION.

3 ATTACH SUPPORT PIPES WITH 1/4" X 6" CONCRETE ANCHOR SCREWS TO EXISTING CONCRETE FLOOR.

4 WELD CARBON STEEL ANGLES 5" X 5" X 1/4" TO THE STEEL RAMP AND INSTALL 1" INTERIOR DIAM. CARBON STEEL PIPES ON ENTRANCE FLOOR SECTION AS

SUPPORT FOR STEEL ANGLE(SEE SECTION 2 FOR MORE DETAILS).

5 BEFORE MANUFACTURING PIPE SUPPORT, CONTRACTOR SHALL CONFIRM THE SPECIFIC DEPTH OF THE CORE DRILLS PERFORMED TO CUT AND PREPARE SUPPORT PIES ACCORDINGLY WITH TOP AND BOTTOM PLATE AS SHOWN ON DETAILS. CONTRACTOR IS TO CONSIDER 4 1/4" IN THE PIPE SUPPORT HEIGHT

FOR CALCULATION OF MATERIALS.

FREEZER & COOLER FLOORPLAN - NEW STAINLESS STEEL PLATES LAYOUT WORK NOTES

1 USE ONE SILICONE TUBE(OR HEAVY DUTY LIQUID ADHESIVE) EACH 32 SF OF PLATE & SPREAD IN "S" SHAPE FORM

BETWEEN EXISTING STEEL PLATES AND NEW STEEL PLATES..

2 APPLY SILICONE BETWEEN ALL PLATE JOINTS AND AROUND ENTIRE WALL COVE PERIMETER.

3 STEEL PLATES SHALL BE ATTACHED TO FLOOR WITH STAINLESS STEEL #12 X 1.5" FLAT HEAD SELF DRILLING SCREWS @24" O.C. ALONG PERIMETER

POF PLATE AND @24" O.C. BOTH AREA OF STEEL PLATE.

SECTION 1/S-104

SCALE: 3/8"=1'-0"

SECTION 2/S-104

SCALE: 3/8"=1'-0"

3' -9

4' -0

1' -8 " 3"

22'-5" 3"

2'-2" 5'-0" 5'-0" 5'-0" 4'-9" 3" 3"

6'-3" 5'-0" 4'-9" 3"

4" 16'-6"

1' 2' 2' 2'

1' 1' 2' 2' 2'

'-1 1"

3" '-5

1/ 2"

4' -0

" 1/

'-0

1/2"

2'-4" 10'-0" 10'-0"

22'-5" 16'-6"

6'-5 1/4" 10'-0"

'-1 1"

'-1 0"

22'-5"

CONTRACTOR WILL ENSURE THAT THE

NEW STEEL PLATE AND NEW ENTRY

ANGLE ARE AT THE SAME LEVEL

CARBON STEEL 1.0" DIAM PIPE

AS SUPPORT FOR THE STEEL

ANGLE

EXISTING STEEL RAMP WITH NEW

CARBON STEEL 5" X 5" X 1/4" ANGLE

SILICONE SEAL AT ALL WALL

PERIMETER

4" DIAMETER PIPE

SUPPORT(TYP.) BELOW

STEEL PLATE. SEE PIPE

SUPPORT DETAIL ON THIS

SHEET

EXISTING STEEL RAMP TO BE RE-INSTALLED

WITH A NEW STEEL ANGLE

S-104

D1 S-104

PERIMETER FLOOR EDGE DETAIL

SCALE: NOT TO SCALE

ENTRANCE FLOOR & RAMP DETAIL

SCALE: NOT TO SCALE

S-104

NEW SUPPORT PIPE LAYOUT

SCALE: 1/4"=1'-0"

NEW STAINLESS STEEL PLATES LAYOUT

SCALE: 1/4"=1'-0"

SUPPORT WITH ONE

1/4" DIAM. HOLES FOR

CONCRETE ANCHORS

(18 EACH)

1/4" THICK STAINLESS STEEL PLATES

WELDED ON TOP AND BOTTOM OF

PIPE SUPPORT

PIPE SUPPORT-TOP VIEW

INSULATED FLOOR PANELS

CONCRETE FOUNDATION

LEGEND

N 8'-0"

7' -1 0"

FLAT-HEAD STYLE SCREW,

COUNTERSUNK INTO TOP PLATE

TO MOUNT PIPE SUPPORT TO

CONCRETE FLOOR.

PIPE SUPPORT DETAIL(TYP.)

SCALE: NOT TO SCALE

MDP ATS

PPR

3 3 3 3

86 76

4 4

DPW ENGINEERING

DIVISION

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E-101

D R A W N B Y : C

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ELECTRICAL DEMOLITION NOTES

1 DISCONNECT EXISTING BATTERY CHARGER MODEL ETP36-483/3/160. ONCE

DISCONNECTED REMOVE JUNCTION BOX AND CONDUIT NEAR DEVICE AND

COIL CABLES UP TO JUNCTION BOX ABOVE. COORDINATE WITH COR TO

DESIGNATE AREA FOR TEMPORARILY RECONNECTING BATTERY CHARGER

USING COILED CABLES TO MAINTAIN DEVICE IN OPERATION DUE TO NEW

WORKS AT SHEET E102. ONCE THE NEW WORKS ARE DONE THE DEVICE SHALL

BE RECONNECTED AS INDICATED SHEET E102.

2 REMOVE AND DISPOSE OF 30A 3 POLES BREAKERS AT MDP CIRCUIT

#12, #14 AND #16. REMOVAL OF THIS DEVICE SHALL BE DONE WHEN

TEMPORARY POWER FOR BATTERY CHARGER IS NO LONGER NEEDED.

3 REMOVE AND DISPOSE OF WALL PACK LIGHTING FIXTURES. CIRCUITS SHALL

BE REMOVED BUT CONDUITS SHALL REMAIN.

4 REMOVE AND DISPOSE 1' X 4' LIGHTING FIXTURES, ALL OTHER FIXTURES IN

CIRCUIT SHALL REMAIN.

5 REMOVE AND DISPOSE EXIT SIGNS, CIRCUIT SHALL REMAIN.

6 REMOVE FIRE PULL STATION AND STROBELIGHT, COORDINATE THE REMOVAL

OF THESE ITEMS WITH COR TO RECEIVE SUPPORT FROM FORT BUCHANAN FIRE

ALARM SYSTEMS CONTRACTOR.

7 REMOVE AND DISPOSE POWER CABLES PROVIDING POWER TO BATTERY

CHARGER , ALL THE WAY FROM MDP. REMOVAL OF THIS CABLES IS TO BE

DONE WHEN THE TEMPORARY POWER FOR BATTERY CHARGER IS NO LONGER

NEEDED.

ELECTRICAL PANEL, NAME OR DESIGNATION ON CENTER

1' X 4' LED T8 LIGHT FIXTURE, LETTER INDICATES PATTERN.

LED WALL PACK WITH PHOTOCELL LIGHTING CONTROL

JUNCTION BOX, 6" X 6" X 6"

RECEPTACLE

EMERGENCY EXIT SIGN AND LIGHT FIXTURE WITH BATTERY

FIRE ALARM STROBE LIGHT

FIRE ALARM PULL STATION

RIGID GALVANIZED STEEL

ELECTRICAL METALLIC TUBING

OVER CURRENT PROTECTIVE DEVICE

BATTERY CHARGER - MODEL ETP36-483/3/160

MDP

RGS

EMT

OCPD

ELECTRICAL LEGEND

(THIS SHEET ONLY)ELECTRICAL REMOVAL ITEMS LIST: (QUANTITIES ARE APPROXIMATE, VERIFY IN FIELD)

ITEM QUANTITY UNIT DESCRIPTION REMARKS

D1 COIL UP BATTERY CHARGER POWER CIRCUIT UP TO JUNCTION BOX ABOVE. POWERED FROM BREAKERS 12, 14 AND 16 ON MDP PANEL.

D2 30 AMPS 3 POLES BREAKERS.

D3 10 EA HIGH INTENSITY LIGHTING FIXTURES. LOCATED OUTDOOR.

D4 6 EA 1' X 4' LIGHTING FIXTURES HIGH HANG. TO BE REMOVED AND DISPOSED

JOB1

1 EA

D5 D6 D7 D8

1 EA JUNCTION BOX WITH POWER CABLES FOR BATTERY CHARGER TO BE REMOVED AND DISPOSED

4 EA EXIT SIGN AND LIGHT WITH BATTERY BACKUP TO BE REMOVED AND DISPOSED

1 EA FIRE ALARM STROBELIGHT TO BE REMOVED AND DISPOSED WITH PRIOR COORDINATION WITH COR.

1 EA FIRE ALARM PULL STATION TO BE REMOVED AND DISPOSED WITH PRIOR COORDINATION WITH COR.

TO MDP

D3 D3 D3

D3 D3 D3D3

D4 D4

ELECTRICAL DEMO WORKS FLOOR PLAN

SCALE: 1/8"=1'-0"

SPS

1 JOB TEMPORARY DISCONNECT EXISTING BATTERY CHARGER MODEL ETP36-483/3/160 DEVICE TO REMAIN. AND TO BE RECONNECTED TEMPORARILY ON ANOTHER LOCATION.

TO BE REMOVED AND DISPOSED, WHEN BATTERY CHARGER IS TO BE CONNECTED AT FINAL LOCATION.

D7 D8

D6 D6 D1 D5 D9 D10

D10 100 LF REMOVE AND DISPOSE POWER CABLES FROM BATTERY CHARGER CIRUIT UP TO MDP REMOVAL SHALL BE DONE WHEN BATTERY CHARGER WILL BE LEFT FUNCTIONING AT FINAL LOCATION.

D11 1500 LF REMOVE AND DISPOSE POWER CABLES FROM EACH WALL PACK . TO BE REMOVED AND DISPOSED.

D11 D11 D11

D11

D11D11D11 D11

D11

AutoCAD SHX Text

MDP

PPR

ATS

TO PPR

PPL

TO MDP

USE JUNCTION

BOX 6X6X6

TO EXIT

BUILDING.

2 2

27 27

31 45

4 26 4

1 1 7 15

18 18 18

17 17 17

18 18 18

3 3 3 3 3

24 MS

29 33

4 4 4

11 24 MS

24 MS

8 9

10 22

3 3 3

E7 E15 E40

DPW ENGINEERING

DIVISION

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D R A W N B Y : C

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NEW ELECTRICAL ITEMS LIST: ( QUANTITIES ARE APPROXIMATE , CORROBORATE ON FIELD )

ITEM QUANTITY UNIT DESCRIPTION

E1 8 EA 1' X 4' LED T8 LIGHTING , WALL MOUNTED.

TO ILLUMINATE AREA BEHIND WALK-IN COOLER AND FREEZER, INTERIOR AREA. NEW CIRCUIT ON EXISTING

PANEL PPR.

E2 10 EA LED WALL PACK 120V, 80 WATTS , 12,000 LUMENS WITH PHOTOCELL.LIGHTING CONTROL TO ILLUMINATE PERIMETER OUTSIDE, ONE NEW CIRCUIT ON PANEL PPR.

E3 16 EA 1' X 4' LED T8 LIGHTING, CEILING MOUNTED. TO ILLUMINATE AREAS UNDER CANOPIES ON OUTDOORS, ONE NEW CIRCUIT ON PANEL PPR

E4 4 EA THREE WAY LIGHTING SWITCHES FOR LIGHTING CONTROL. FOR EXTERIOR AND INTERIOR LIGHTING CONTROL.

E5 1 EA 480V, 100 AMPS , NEMA 3R PANELBOARD WITH 60 AMPS MAIN BREAKER. ( AT LEAST 9 SPACES ) POWERED FROM DRY TYPE TRANSFORMER. NEW PANEL SHALL BE DESIGNATED AS PPL.

E6 1 EA 50 KVA, DRY TYPE , STEP UP TRANSFORMER 208V TO 480V TO BE POWERED FROM MDP USING APPROPIATE OCPD. WINDINGS SHALL BE COPPER.

E7 1 EA 150 AMPS , 3 POLES BREAKER FOR NEW DRY TYPE TRANSFORMER NEW TRANSFORMER OCPD PROTECTION TO BE INSTALLED AT PANEL MDP.

E8 2 EA 60 AMPS , 480 V , NEMA 4X SS DISCONNECT SWITCH. FOR NEW REFRIGERATED CONTAINER CIRCUIT.

E9 4 EA 6'' X 6'' X 6'' JUNCTION BOX 2 TO BE USED FOR ADAPTING PIN AND SLEEVE RECEPTACLE AND 2 TO BE USED FOR A/C POWER CIRCUIT.

E10 1 EA WATER TIGHT PIN AND SLEEVE RECEPTACLE , 30 AMPS , 4 PIN RECEPTACLE TO BE ACTIVATED / DE-ACTIVATED VIA DISCONNECT.

E11 4 EA TO BE USED AS SPLICE BOX FOR BATTERY CHARGER CIRCUIT AND FOR BUILDING CONDUIT EXIT, RECEPTACLE RUNS

E12 1 EA

E13 2 EA 30 AMPS 3 POLES BREAKERS, 480V FOR TWO NEMA 4X SS DISCONNECT SWITCHES POWER E14 5 EA 20 AMPS 1 POLE BREAKERS. FOR INTERIOR 1X4 / EXTERIOR 1X4 LIGHTING FIXTURES, AND GFCI RECEPTACLE.

E15 1 EA FOR ONE THE BATTERY CHARGER CIRCUIT

E16 130 LF 1 - 1 / 2 " EMT CONDUIT FOR NEW TRANSFORMER CONDUCTORS AND AIR CURTAINS

E17 800 LF 1 '' EMT CONDUIT FOR INDOOR CIRCUIT RUNS.

E18 270 LF 1 '' RGS CONDUIT FOR OUTDOOR CIRCUIT RUNS.

E19 680 LF AWG # 12 THHN / THWN-2 CONDUCTOR L1 AND N FOR ALARM CIRCUITS, ROLLUPDOOR AND EMERGENCY LIGHTING FIXTURES.

E20 240 LF AWG # 1 / 0 THHN / THWN-2 FOR NEW TRANSFORMER.

E21 80 LF AWG # 2 THHN / THWN-2 FOR NEW TRANSFORMER , GROUND.

E22 1500 LF

E23 6 EA

AWG # 10 THHN / THWN-2 FOR TWO NEW REFRIGERATED CIRCUIT DISCONNECTS SWITCHES , INCLUDING GROUND

E24 2 EA

MOTION SENSORS FOR LIGHTING CONTROLS , OUTDOOR. FOR EXTERIOR CIRCUITS AT NEW CANOPY AREA AND INTERIOR LIGHTING AREA

E25 2 EA

3/4" " CONDULETS RGS FOR NEW A/C CIRCUIT TRANSITIONS

E26 1 JOB TO BE CONNECTED AT PANEL MDP

E27 1 EA TO PROVIDE OCPD TO NEW PANEL FROM TRANSFORMER.

6'' X 6'' X 6'' JUNCTION BOX

35 AMPS 3 POLE BREAKERS.

FOR REFRIGERATOR AND FREEZER ALARM. INDICATES BY FLASHING AND SOUND WHEN NOIT OPERATING.NEW STROBE LIGHT AND HORN NEW PUSH BUTTON BOX, AIR CURTAIN AND COILING DOOR CIRCUIT WITH OCPD 3 POLE 20 AMP BREAKER

100 AMPS 3 POLES , BREAKER.

E28 29 LF TO MOUNT PROVIDE FIXED MOUNTING FOR EXTERIOR AND INTERIOR LIGHTING.GALVANIZED UNISTRUT CHANNEL

E29 1 JOB NEW DEVICES SHALL FUNCTION WITH EXISTING LOGIC.PROGRAM AND TEST NEW STROBELIGHT AND HORN WITH EXISTING ALARM SYSTEM

REMARKS

E30 4 EA FOR LUMINAIRE AVAILABILTY AND EXIT INDICATION DURING POWER OUTAGE.EMERGENCY EXIT SIGN AND LIGHT WITH BATTERY BACKUP

E31 1 EA FOR MISSING COVER.DUPLEX RECEPTACLE COVER

E32 2 EA FOR SUMP PUMP AREA AND WATER DISTILLER AREA.DUPLEX GFCI RECEPTACLE WITH OUTDOOR TYPE COVER

E33 200 LF FOR CIRCUIT ENCLOSED ON 6 X 6 X 6 JUNCTION BOX. BATTERY CHARGERAWG # 6 THHN-THWN-2

E34 100 LF AWG # 10 GROUND FOR CIRCUIT ENCLOSED ON 6 X 6 X 6 JUNCTION BOX. BATTERY CHARGER

E35 1 EA WATER HEATER EQUAL OR SIMILAR TO STIEBEL ELTRON CE PLUS 15KW FOR HOT WATER AT SANITATION SINK . WATER TEMPERATURE NO LESS THAN 110 DEGREES FAHRENHEIT

SINGLE POLE LIGHTING SWITCH FOR BATTERY CHARGER AREA LIGHT

E36 22 EA FOR OUTDOOR CANOPIES GROUNDING

E37 150 LF

GROUND BONDING JUMPERS

E38 600 LF AWG # 6 THHN-THWN-2

E39 200 LF

E40 1 EA FOR NEW WATER HEATER CIRCUIT CONNECTED AT MDP

AWG # 10 THHN-THWN-2

50 AMPS 3 POLE BREAKER

WATER HEATER CABLES L1 L2 L3

WATER HEATER GROUND

3/4 " RGS CONDUIT FOR EXTERIOR WALL PACKS

E41 2 EA FOR CONDUIT EXIT RUN , GFCI RECEPTACLE RUNS.6X6X6 JUNCTION BOXES

E42 200 LF NEW DEVICES WILL BE CONNECTED USING MANUFACTURER WIRE RECOMMENDATION SEE NOTE 24 SHEET E-103WIRE DISTANCE FOR PUSH BUTTON / AIR CURTAIN AND ROLL UP DOOR.

E43 1 EA FOR NEW ROLL UP DOOR.30 AMPS DISCONNECT SWITCH NEMA 3R

E44 50 LF FOR NEW ROLL UP DOOR RUN FROM MDP1 - 1/2" EMT CONDUIT

E45 1 EA FOR NEW AIR CURTAIN, SEE EXISTING PANEL SHCEDULE AND NOTE 24 SHEET E-103.20 AMPS 3 POLES BREAKER

MDP

EXISTING FREEZER/COOLER ALARM CONTROL PANEL

# ABOVE INDICATES CONTROL LOGIC ASSOCIATED

ELECTRICAL PANEL, NAME OR DESIGNATION ON CENTER

1' X 4' LED T8 LIGHT FIXTURE, LETTER INDICATES PATTERN. TWO

NEW CIRCUITS ON PANEL PPR.

LED WALL PACK WITH PHOTOCELL LIGHTING CONTROL

POWERED FROM EXISTING CIRCUIT ON PANEL MDP

LIGHTING SWITCH, LETTER INDICATES PATTERN TO

CONTROL

JUNCTION BOX, 6" X 6" X 6"

NEW PUSH BUTTONS AND ELECTRICAL CIRCUITS TO

CONTROL NEW ROLL UP(COILING) DOOR

MOTION SENSOR, LETTER INDICATES POWER TO

CONTROL

DRY TYPE TRANSFORMER, 50KVA

STEP UP 208V TO 480V

DISCONNECT SWITCH UNFUSED , CAPACITY ON DRAWING

RECEPTACLE, 30AMPS

SECURITY FOGLIGHT

STROBE AND HORN ALARM DEVICE, LETTER INDICATES

CONTROL PANEL LOGIC ASSOCIATED

EMERGENCY EXIT SIGN AND LIGHT FIXTURE WITH BATTERY

RESET PUSH BUTTON, LETTER INDICATES CONTROL

PANEL LOGIC ASSOCIATED

WATER HEATER

RIGID GALVANIZED STEEL

ELECTRICAL METALLIC TUBING

OVER CURRENT PROTECTIVE DEVICE

BATTERY CHARGER

RGS

EMT

OCPD

ELECTRICAL LEGEND

(THIS SHEET ONLY)

TO MDP

TWO CIRCUITS, NEW WORKS NOTE 11, WITHIN SPLICE BOX, CABLES WILL REMAIN COILED

AND PROTECTED WITH PLASTIC WIRE CONNECTORS WITH BREAKER TURNED OFF AT PANEL

MDP. RE-USE JUNCTION BOXES ABOVE CONCRETE WALL, IN ORDER TO EXTEND CABLE RUN

AND REACH OUTER AREA , HOLE CAN BE DRILLED ON METAL FRAME INSTEAD OF CONCRETE.

USE WATER TIGHT COUPLINGS AND FITTINGS WHEN THIS JOB IS PERFORMED.SPLICE CIRCUIT

EXTENSIONS TO ARRIVE AT NEW LOCATION

NEW STROBE LIGHTS AND HORN, NEW WORKS NOTE #27 SHALL BE CONNECTED TO EXISTING LOGIC PROGRAM ON

FREEZER ALARM CONTROL PANELS ,

THEY SHALL START MAKING LIGHT AND SOUND ALARMS WHEN THE CONDITIONS OF ACTIVATING THE EXISTING FREEZER

/ COOLER ALARMS ARE MET.

THE ALARMS SHALL TURN OFF WHEN EACH RESET BUTTON IS PRESSED. CONTRACTOR SHALL MAKE SURE THAT THE DEVICES OPERATE UNDER THE LOGIC PROGRAM PREVIOUSLY SET ON EACH CONTROL PANEL THE ONLY ADDITION IS TO ADD AN EXTRA OUTPUT DEVICE TO THE…

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File details come from the government source that posted it. Updated Jul 16, 2024.